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1 2 3 4 15 <br /> GENERAL NOTES <br /> D <br /> 1. INSTALLATION TO BE IN ACCORDANCE WITH THE STRUCTURAL DESIGN AND <br /> CALCULATIONS OF THE STRUCTURAL ENGINEER. <br /> 2. NEW PORTABLE CLASSROOMS ARE TO BE CONNECTED TO THE MAIN FIRE ALARM <br /> SYSTEM. DYKEMAN <br /> 3. RAMP SHALL CONFORM WITH THE WASHINGTON STATE BARRIER FREE DESIGN <br /> REQUIREMENTS AND APPLICABLE FEDERAL,STATE AND LOCAL CODES AND ARCHITECTURE + DESIGN <br /> REGULATIONS. <br /> 4. PROVIDE AN UNDER FLOOR ACCESS PANEL WITH A MINIMUM CLEAR OPENING WIDTH <br /> OF 18"x 24".THE OPENING MUST BE COVERED WITH A DOOR OR SCREEN. <br /> 5. PROVIDE UNDER FLOOR VENTILATION AT THE RATE OF 1 SQUARE FOOT NET FREE <br /> AREA FOR EACH 150 SQUARE FEET OF UNDER FLOOR AREA.VENTS ARE TO BE <br /> LOCATED TO PROVIDE CROSS VENTILATION.COVER VENTS WITH 1/4"CORROSION <br /> RESISTANT WIRE. <br /> CONSULTANT: <br /> 6. ALL CONSTRUCTION IS SUBJECT TO FIELD INSPECTIONS,CORRECTIONS AND FINAL <br /> FIELD APPROVAL TOGETHER WITH ISSUANCE OF A CERTIFICATE OF OCCUPANCY <br /> PRIOR TO THE BUILDING BEING OCCUPIED. <br /> 7. AN APPROVED SET OF PLANS SHALL BE KEPT AT THE JOB SITE AT ALL TIMES DURING <br /> CONSTRUCTION. <br /> 8. PLACE ONE TYPE 2A-1OBC FIRE EXTINGUISHER IN EACH PORTABLE.MOUNT AT MAX. <br /> 54"AFF AND PLACE ADJACENT TO DOOR. <br /> 9. ROOF DRAINAGE TO BE VIA ALUMINUM GUTTERS AND(4)DOWNSPOUTS AT EACH <br /> BUILDING CORNER.THE DOWNSPOUTS WILL DRAIN TO SPLASH PANS WHICH WILL <br /> DRAIN TO EXISTING DRAINAGE.PROVIDE POSITIVE DRAINAGE AWAY FROM THE • <br /> PORTABLE CLASSROOM AND ALL ADJACENT STRUCTURES. <br /> 10.PORTABLE CONTRACTOR TO PAINT BUILDING SKIRT TO MATCH EXISTING BASE AND <br /> 5 TRIM COLOR. <br /> 6467 REGISTERED <br /> Q 1 00852700000500 11 TO EXTEND 24"BEYOND FACE OF BUILDING WG AND CS MI2UBEYOND FACE OF RAMPS,BUILDINGILDING PAD AREA. PAD ARCHITECT C <br /> 00852700000100 LANDINGS AND STAIRS.PROVIDE A 9"THICK CRUSHED ROCK BASE. <br /> TI 0 Y JAM S EWETf <br /> 12.EXTERIOR PAINT COLORS:VERIFY WITH DISTRICT PRIOR TO PAINTING. S AT OF WASH GTON <br /> 13.SIX MIL BLACK POLYETHYLENE OR APPROVED EQUAL SHALL BE LAID OVER THE <br /> �1^0 GROUND IN UNDER FLOOR CRAWL SPACES.THE GROUND COVER SHALL BE <br /> W WALL NOT REQUIRED AT ASPHALT.AT THE <br /> JOINTS AND SHALL EXTEND TO THE FOUNDATION <br /> O ^O •• IDENTIFICATION: <br /> 455 h Q6's EPS Monroe ES <br /> Portable #3 <br /> FOR <br /> - - - - - - - - - - - - - - - - - -- - - - Everett Public <br /> / Schools <br /> 0 <br /> AT <br /> - - - - — EQ EQ 10901 27th Ave SE <br /> Everett WA 98208 <br /> I <br /> i <br /> PERMIT SET <br /> B r� - - - - - - - 1� EXISTING PORTABLE EXISTING PORTABLE 03/14/2025 B <br /> EXISTING 28'X 32' 28'X 32' <br /> 896 S.F. 896 S.F. This drawing is: <br /> 6"CRUSHED ROCK BUILDING PAD TO AREA 1.Copyright 2025 Dykeman,Inc. <br /> EXTEND 24"BEYOND FACE OF BUILDING D 2.The Architect's Instrument of Professional Service. <br /> AND 12"BEYOND FACE OF RAMPS PROPOSED PORTABLE 3.For use on this project only.Obtain Architect's <br /> 28'X 32' written permission for any other use or reproduction. <br /> 896S.F. <br /> FIRE EXTINGUISHER PROJECT <br /> 2025-013 <br /> EXISTING ASPHALT PAVING <br /> • <br /> MARK DATE DESCRIPTION <br /> 1 <br /> -- <br /> A - -Z PROJECT TEAM: <br /> -_---- <br /> 40J <br /> - ----------------- PRINCIPAL IN CHARGE:I TJJ <br /> PROJECT MANAGER: ZH <br /> 4 4 2 461 -- - --- - <br /> ------ PROJECT ARCHITECT:I-- <br /> - _ --------- JOB CAPTAIN: I AM <br /> A <br /> 4 4 0 <a------------- —�D <br /> PARTIAL SITE PLAN - <br /> R -- ----------- -- _ ------------------------ PORTABLES <br /> 0 8' 16' 32' <br /> AlPARTIAL SITE PLAN - PORTABLES ` City of Everett Permit Services \\��T■T■"// <br /> 1/116"=T-O" EVERETT Reviewed for Permit 04/24/2025 Scale:1/16"=V-0" NORTH <br /> 1 2 3 4 5 <br />